JP5279100B1 - Non-open exchanging method of buried pipe and its structure - Google Patents

Non-open exchanging method of buried pipe and its structure Download PDF

Info

Publication number
JP5279100B1
JP5279100B1 JP2012250739A JP2012250739A JP5279100B1 JP 5279100 B1 JP5279100 B1 JP 5279100B1 JP 2012250739 A JP2012250739 A JP 2012250739A JP 2012250739 A JP2012250739 A JP 2012250739A JP 5279100 B1 JP5279100 B1 JP 5279100B1
Authority
JP
Japan
Prior art keywords
existing pipe
cutting diameter
pipe
traction
tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2012250739A
Other languages
Japanese (ja)
Other versions
JP2014098273A (en
Inventor
剛朗 川村
俊郎 林
勝也 手塚
一史 山口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Keiyo Gas Co Ltd
Original Assignee
Keiyo Gas Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Keiyo Gas Co Ltd filed Critical Keiyo Gas Co Ltd
Priority to JP2012250739A priority Critical patent/JP5279100B1/en
Application granted granted Critical
Publication of JP5279100B1 publication Critical patent/JP5279100B1/en
Publication of JP2014098273A publication Critical patent/JP2014098273A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

【課題】 既設管を座屈させたり変位させることなく切断拡径具を牽引して既設管を切り裂くことができる埋設管の非開削入れ替え工法及びその構造に関する。
【解決手段】この発明では、到達ピット内で既設管の先端または到達ピットの内面に牽引反力受け手段を設けて切断拡径具の牽引反力を受けさせ、発進ピット内には、前記既設管の基端側に連結されて、前記牽引される切断拡径具により既設管に加わる力に対応して反対方向の外力を既設管に加える既設管引止め手段を設けて既設管の移動や変位を規制することを特徴とする。
【選択図】 図1
PROBLEM TO BE SOLVED: To provide a non-open-cut replacement method and a structure of an embedded pipe that can be pulled by cutting a diameter expanding tool without buckling or displacing the existing pipe.
In the present invention, a traction reaction force receiving means is provided at the tip of an existing pipe or the inner surface of the arrival pit in the arrival pit to receive the traction reaction force of the cutting diameter expanding tool. Connected to the base end side of the pipe, an existing pipe holding means for applying an external force in the opposite direction to the existing pipe in response to the force applied to the existing pipe by the pulled cutting diameter expanding tool is provided to move the existing pipe. It is characterized by restricting displacement.
[Selection] Figure 1

Description

この発明は、非掘削により切断拡径具を既設管内に通して既設管を切り裂きながら新設管に置き換える埋設管の非開削入れ替え工法及びその構造であって、既設管を座屈させたり変位させることなく切断拡径具を牽引して既設管を切り裂くことができる。   The present invention relates to a non-open-cut replacement method and a structure of a buried pipe that is replaced by a new pipe while cutting an existing pipe by cutting a diameter expanding tool through the existing pipe without digging, and buckling or displacing the existing pipe. The existing pipe can be torn by pulling the cutting tool.

パイプスプリッター工法は、特許第3217403号や特許第4081506号などの切断拡径具で既設管を切り裂き、拡径しながら新設のポリエチレン管を引き込む工法であり、埋設された既設管を非掘削のままとするので掘削面積の削減による環境負荷の低減と工事コストの削減の観点から、積極的に導入されている。
上記工法の引込機械は、既設管の先端部を押さえて、その力を反力として切断拡径具を既設管内に通して引き込んで施工している。
そのため、既設管の引込機械側の末端部分は、切断拡径具が通過できずに既設管末端部分に食い込んでしまうため既設管の末端部を切断し、撤去後、大きなハンマや重機を用いて既設管と切断拡径具を取り外す作業が発生しており、作業性と安全性の向上が求められていた。
The pipe splitter method is a method of tearing an existing pipe with a cutting and expanding tool such as Japanese Patent No. 3217403 and Japanese Patent No. 4081506, and pulling in a new polyethylene pipe while expanding the diameter. Therefore, it has been actively introduced from the viewpoint of reducing the environmental burden by reducing the excavation area and the construction cost.
The retracting machine of the above construction method is constructed by pressing the tip of an existing pipe and drawing the cutting diameter expanding tool through the existing pipe using the force as a reaction force.
Therefore, the end part of the existing pipe on the retracting machine side will bite into the existing pipe end part without allowing the cutting diameter expansion tool to pass through, so the end part of the existing pipe is cut off and removed using a large hammer or heavy equipment. The work which removes an existing pipe and a cutting diameter expansion tool has generate | occur | produced, and the improvement of workability | operativity and safety was calculated | required.

そこで、例えば特開2002−227589号の牽引装置では、引込み機械の牽引反力を、ピットの内側に露出させた前記既設管40の先端41側に伝達可能な第1伝達具(左右一対のアーム5’およびその先端の掛止部6’)と、前記牽引反力を前記ピットの内面側に伝達可能な第2伝達具(枠体3’など)とを備え、前記第2伝達具を、前記ピットの内側であって、前記引込み機械の牽引方向上手側に、管破壊具(切断拡径具に相当)を略全長に亘って引き出し可能な空間を確保できるよう設置可能に設け、前記第1伝達具を、前記既設管の他端側を管長手方向から受け止め可能な受け止め位置と、その受け止めを解除して前記ピットの内側に引き出される管破壊具と干渉しない引退位置とに亘って移動自在に設ける構成を採っている。
しかし、上記構成では、既設管の先端と衝合していた第1伝達具は、既設管の近傍まで管破壊具が牽引されると、管破壊具を引き出すためにアームを離間させた引退位置に退くので、その後は既設管の先端はフリーの状態となり、ロッド等前記枠体などの第2伝達部材だけで管破壊具を牽引することになる。
そのため牽引時に僅かに偏った力が作用しても既設管に均等に牽引反力が伝達されず、既設管が傾いて管破壊具が詰まったり、管破壊具が傾いて既設管内に管破壊具が詰まった状態となり従来の欠点を解消できないという不具合があった。
そこで、特許第4107615号や特開2011−99273号の引込装置が提案されて相当の成果を挙げている。
Thus, for example, in the traction device disclosed in Japanese Patent Application Laid-Open No. 2002-227589, a first transmission tool (a pair of left and right arms) capable of transmitting the traction reaction force of the retracting machine to the tip 41 side of the existing pipe 40 exposed inside the pit. 5 'and a hooking portion 6' at the tip thereof, and a second transmission tool (such as a frame 3 ') capable of transmitting the traction reaction force to the inner surface side of the pit, the second transmission tool, Inside the pit, on the upper side in the pulling direction of the retracting machine, the tube breaking tool (corresponding to a cutting diameter expanding tool) is provided so as to be able to be secured so as to be able to be pulled out over substantially the entire length, 1 Transmitting tool is moved between a receiving position where the other end of the existing pipe can be received from the longitudinal direction of the pipe, and a retracted position where the receiving is released and the pipe breaking tool pulled out to the inside of the pit does not interfere. The structure is provided freely.
However, in the above configuration, when the tube breaker is pulled to the vicinity of the existing pipe, the first transmission tool that has collided with the tip of the existing pipe is a retreated position in which the arm is separated to pull out the tube breaker. Therefore, after that, the tip of the existing pipe is in a free state, and the pipe breaker is pulled only by the second transmission member such as the frame such as a rod.
Therefore, even if a slightly biased force is applied during traction, the traction reaction force is not transmitted evenly to the existing pipe, and the existing pipe is tilted and the tube breaker is clogged, or the tube breaker is tilted and the pipe breaker is placed in the existing pipe. There is a problem that the conventional defect cannot be solved.
In view of this, the retracting devices of Japanese Patent No. 4107615 and Japanese Patent Application Laid-Open No. 2011-99273 have been proposed and have achieved considerable results.

特開2002−227589号公報 図2参照Japanese Patent Laid-Open No. 2002-227589 See FIG. 特開2011−99273号公報JP 2011-99273 A

この発明は上記実情に鑑みてなされたもので、切断拡径具を既設管に通す際に、切断拡径具の牽引により既設管に加わる力に対応して、既設管に反対方向の外力を加えることで、切断拡径具の牽引時に偏った力が作用しても、既設管の姿勢を維持することで、切断拡径具が既設管内に詰まらず、また既設管の座屈を防止する埋設管の非開削入れ替え工法及びその構造を提供することにある。   The present invention has been made in view of the above circumstances, and when passing a cutting diameter expanding tool through an existing pipe, an external force in the opposite direction is applied to the existing pipe in response to the force applied to the existing pipe by pulling the cutting diameter expanding tool. In addition, even if a biased force is applied when the cutting tool is pulled, the posture of the existing pipe is maintained, so that the cutting tool does not clog the existing pipe and prevents buckling of the existing pipe. An object of the present invention is to provide a non-cutting replacement method for buried pipes and a structure thereof.

上記課題を解決するために、請求項1の発明では、
埋設された既設管の一端側から挿入した切断拡径具を牽引装置で他端側に向けて牽引し、既設管壁を牽引方向に沿って切り裂き拡径しながら切断拡径具に連結した新設管を引き込んで置き換える際に前記既設管の基端側に連結されて牽引される切断拡径具により既設管に加わる力に対応して反対方向の外力を既設管に加える既設管引止め手段を設けた埋設管の非開削入れ替え工法において、
既設管引止め手段が、既設管の基端側に固定されてワイヤ又はチェーンの先端に連結された連結具を有し、前記ワイヤまたはチェーンを緊張させた状態で支持してなることを特徴とする。
請求項2の発明では、
切断拡径具を既設管の先端から引き込む引込装置を有しており、
牽引装置の牽引力により切断拡径具を牽引するに際して、引込装置に牽引反力受け手段を設けて切断拡径具の牽引反力を受けさせてなることを特徴とする。
請求項の発明では、
埋設された既設管の一端側から挿入した切断拡径具を牽引装置で他端側に向けて牽引し、既設管壁を牽引方向に沿って切り裂き拡径しながら切断拡径具に連結した新設管を引き込んで置き換える際に前記既設管の基端側に連結されて前記牽引される切断拡径具により既設管に加わる力に対応して反対方向の外力を既設管に加える既設管引止め手段を設けた埋設管の非開削入れ替え構造において、
既設管引止め手段が、既設管の基端側に固定されてワイヤ又はチェーンの先端に連結された連結具を有し、前記ワイヤまたはチェーンを緊張させた状態で支持してなることを特徴とする。
請求項の発明では、
既設管引止め手段が、既設管の基端側に1または複数のワイヤ又はチェーンの先端に連結されたチャック部を連結し、該ワイヤまたはチェーンを後方に緊張させた状態で固定し、または後方に牽引する構造からなっていることを特徴とする。
請求項5の発明では、
牽引反力受け手段を到達ピット内で既設管の先端または到達ピットの内面に設けて切断拡径具の牽引反力を受けさせ、
既設管引止め手段を発進ピット内に設けて既設管の移動や変位を規制することを特徴とする。
In order to solve the above problem, the invention of claim 1
A new construction in which a cutting diameter expansion tool inserted from one end of an existing pipe that has been buried is pulled to the other end by a traction device, and the existing pipe wall is connected to the cutting diameter expansion tool while tearing and expanding the diameter along the pulling direction. existing pipe hold back means the tube in response to force applied to the existing pipe by a draw in cutting diameter expanding tool to the towed is connected to the base end side of the existing pipe when Ru replacing external force is applied in the opposite direction to the existing pipe In the non-open-cut replacement method for buried pipes,
The existing pipe retaining means has a connector fixed to the proximal end side of the existing pipe and connected to the tip of the wire or chain, and is supported in a state where the wire or chain is tensioned. To do.
In the invention of claim 2,
It has a pull-in device that draws the cutting diameter expansion tool from the tip of the existing pipe,
In leading the cutting diameter expanding tool by traction of the traction device, characterized in that provided towing reaction force receiving means to the drawing device comprising subjected to traction reaction force of the cutting diameter expanding tool.
In the invention of claim 3 ,
A new construction in which a cutting diameter expansion tool inserted from one end of an existing pipe that has been buried is pulled to the other end by a traction device, and the existing pipe wall is connected to the cutting diameter expansion tool while tearing and expanding the diameter along the pulling direction. Existing pipe retaining means for applying an external force in the opposite direction to the existing pipe in response to the force applied to the existing pipe by the towing cutting diameter expanding tool connected to the proximal end side of the existing pipe when the pipe is drawn and replaced In the non-open-cut replacement structure for buried pipes with
The existing pipe retaining means has a connector fixed to the proximal end side of the existing pipe and connected to the tip of the wire or chain, and is supported in a state where the wire or chain is tensioned. To do.
In the invention of claim 4 ,
The existing pipe retaining means connects the chuck portion connected to the distal end of one or a plurality of wires or chains to the proximal end side of the existing pipe, and fixes the wires or chains in a state of being strained rearward, or rearward It is characterized by having a structure that is pulled by
In the invention of claim 5,
In the reaching pit, a traction reaction force receiving means is provided at the tip of the existing pipe or the inner surface of the reaching pit to receive the traction reaction force of the cutting diameter expanding tool,
The existing pipe retaining means is provided in the start pit to restrict the movement and displacement of the existing pipe.

この発明は、切断拡径具を既設管内から牽引する際に、既設管の端部またはピットの内面に牽引反力受け手段を設けて切断拡径具の牽引反力を受けさせて、同時に既設管引止め装置既設管には切断拡径具の牽引方向と反対方向の外力を加えることで、切断拡径具の牽引時に偏った力が作用しても、既設管の姿勢を維持することで切断拡径具が既設管内に詰まったり、既設管の座屈を防止して、切断拡径具をスムーズにピット内に回収することができる。   The present invention provides a traction reaction force receiving means on the end of an existing pipe or the inner surface of a pit when the cutting diameter expanding tool is towed from the existing pipe so as to receive the traction reaction force of the cutting diameter expanding tool. By applying an external force in the direction opposite to the pulling direction of the cutting diameter expansion tool to the existing pipe retaining device, even if a biased force acts when pulling the cutting diameter expansion tool, the posture of the existing pipe can be maintained. The cutting diameter expanding tool can be clogged in the existing pipe or buckling of the existing pipe can be prevented, and the cutting diameter expanding tool can be smoothly collected in the pit.

埋設管の非開削入れ替え構造の模式図である。It is a schematic diagram of the non-cutting replacement structure of a buried pipe. 到達ピット側の牽引装置及び引込装置を示す平面図である。It is a top view which shows the traction device and the drawing-in device on the arrival pit side. 引込装置の異なる実施例を示す平面図である。It is a top view which shows the Example from which a drawing-in apparatus differs. 既設管引止め装置の一例を示す平面図である。It is a top view which shows an example of the existing pipe retainer. 既設管引止め装置の他の一例を示す側面図である。It is a side view which shows another example of the existing pipe retaining apparatus.

以下に、この発明の埋設管の非開削入れ替え工法及びその装置をガス供給用埋設管のパイプスプリッター工法に適用した実施例について図面を参照しながら説明する。   In the following, an embodiment in which the non-cutting replacement method for buried pipes and the apparatus of the present invention are applied to the pipe splitter method for buried pipes for gas supply will be described with reference to the drawings.

[埋設管の非開削入れ替え工法]
本実施例の埋設管の非開削入れ替え工法は、図1に示すように、4パイプスプリッター工法の改良であって、入れ替え範囲の埋設された既設管11の両端側に、発進ピットP1と到達ピットP2とを掘削し、各ピットP1,P2内に既設管11の端部11a、11bを突出させておき、到達ピットP2には牽引装置2及び引込装置1を配置し、発進ピットP1には既設管引止め装置6が配置されている。
[Non-cutting replacement method for buried pipes]
As shown in FIG. 1, the non-cut-off replacement method of the buried pipe of this embodiment is an improvement of the four-pipe splitter method, and the starting pit P1 and the reaching pit are provided at both ends of the existing pipe 11 embedded in the replacement range. P2 is excavated, and the end portions 11a and 11b of the existing pipe 11 are projected into the pits P1 and P2, the traction device 2 and the retracting device 1 are disposed in the arrival pit P2, and the existing pit P1 is provided. A tube retaining device 6 is arranged.

そして、前記既設管11内に牽引部材として本実施例ではワイヤ2a(継ぎ足し分離可能なロッドであってもよい)を貫通させ、発進ピットP1側で前記ワイヤ2aの先端に切断拡径具4を介して新設管(PE管)12を連結する。
次いで、牽引装置2でワイヤ2aを到達ピットP2側に牽引し、切断拡径具4で既設管11に1条の切れ目を形成して長手方向に切り裂き、既設管11の中空を拡大させながら新設管12を引き込んでいく。
In this embodiment, a wire 2a (may be a rod that can be added and separated) is passed through the existing pipe 11 as a pulling member, and a cutting diameter increasing tool 4 is provided at the tip of the wire 2a on the start pit P1 side. The new pipe (PE pipe) 12 is connected through the via.
Next, the wire 2a is pulled to the arrival pit P2 side by the pulling device 2, and a single cut is formed in the existing pipe 11 by the cutting and expanding tool 4 and is cut in the longitudinal direction. The tube 12 is retracted.

本実施例では、到達ピットP2内で引込装置1を介して牽引装置2を連結し、これらを到達ピットP2内で拘束して到達ピッチの内壁面や既設管11の端部11bの衝合面で牽引反力を受ける構成を例示したが、この発明では後述のように牽引装置2のみを到達ピットP2内に拘束して配置するものにも適用できる。   In the present embodiment, the traction device 2 is connected in the reaching pit P2 via the retracting device 1, and these are constrained in the reaching pit P2, and the abutting surface of the inner wall surface of the reaching pitch or the end portion 11b of the existing pipe 11 is connected. However, the present invention can also be applied to an arrangement in which only the traction device 2 is constrained in the arrival pit P2 as described later.

このようにして、牽引装置2でワイヤ2aを到達ピットP2側に牽引し、前述のように切断拡径具4で既設管11を長手方向に切り裂き、既設管11の中空を拡大させながら新設管12を引き込み、入れ替え範囲の既設管11の全長に亘って新設管12を通して入れ替えを完了する。
本実施例では、引込装置1を設けているので、切断拡径具4を既設管11の端部から到達ピットP2内に容易に抜け出させることができる。
In this way, the wire 2a is pulled to the arrival pit P2 side by the traction device 2, and the existing pipe 11 is cut in the longitudinal direction by the cutting diameter increasing tool 4 as described above, and the new pipe is expanded while expanding the hollow of the existing pipe 11. 12, the replacement is completed through the new pipe 12 over the entire length of the existing pipe 11 in the replacement range.
In this embodiment, since the retractor 1 is provided, the cutting diameter increasing tool 4 can be easily pulled out from the end of the existing pipe 11 into the arrival pit P2.

[引込装置]
牽引装置2が接続される引込装置1は、公知の構成を用いることができる。
引込装置1は、図2や図3に示すように、牽引装置2と接続されて牽引方向に延び、ヘッドとなる切断拡径具4の全体を収納可能な空間S1を有し、上面およびまたは側面に切断拡径具4を取出可能な開口S2を有する箱形枠体を1又は複数連結した構造からなっている。
[Retraction device]
A known configuration can be used for the retracting device 1 to which the traction device 2 is connected.
As shown in FIGS. 2 and 3, the retracting device 1 is connected to the traction device 2 and extends in the traction direction, and has a space S <b> 1 that can accommodate the entire cutting diameter increasing tool 4 serving as a head. It has a structure in which one or a plurality of box-shaped frames each having an opening S2 from which a cutting diameter increasing tool 4 can be taken out are connected.

引込装置1には、到達ピットP2に近接する枠体1Aの左右側面に基端を枢着して、到達ピットP2の内側に露出させた前記既設管11の先端11bの突出位置に向かって枢動可能な一対の支持アーム5を有している。   The retracting device 1 is pivoted toward the protruding position of the tip 11b of the existing pipe 11 which is pivotally attached to the left and right side surfaces of the frame 1A adjacent to the reaching pit P2 and exposed inside the reaching pit P2. A pair of movable support arms 5 is provided.

そして、前記枠体1Aは、直接に又はブロックやプレートB1を介する等して間接に到達ピットP2の既設管11の先端11bが突出する内壁面21に衝合するので、牽引装置の牽引反力を到達ピットP2の内壁面21に伝達するようになっている。   And since the said frame 1A collides with the inner wall surface 21 which the front-end | tip 11b of the existing pipe 11 of the arrival pit P2 protrudes directly or indirectly through a block or plate B1, etc., the traction reaction force of a traction device Is transmitted to the inner wall surface 21 of the arrival pit P2.

図2では、特開2011−99273号のように支持アーム5に既設管11の先端11bに掛け止めるプレートB2を保持させることで、既設管11に牽引装置2の牽引反力を伝達することができる
図3では、特開2002−227589号のように支持アーム5で直接に既設管11の先端11bを掛け止めており、既設管11に牽引装置2の牽引反力を伝達することができる。
In FIG. 2, the traction reaction force of the traction device 2 can be transmitted to the existing pipe 11 by holding the plate B <b> 2 that is hooked to the tip 11 b of the existing pipe 11 on the support arm 5 as in JP 2011-99273 A. In FIG. 3, the tip 11 b of the existing pipe 11 is directly latched by the support arm 5 as in JP-A-2002-227589, and the traction reaction force of the traction device 2 can be transmitted to the existing pipe 11.

[牽引装置]
前記牽引装置2は、本実施例では、ワイヤ2aを順次掛け止めて伸縮動作するシリンダ構成からなっているが、ワイヤ2aを巻き取る回転ドラム構造であってもよいし、牽引部材がロッドの場合には、該ロッドを押し引き操作する油圧式の押引機であってもよい。
[Towing device]
In the present embodiment, the traction device 2 has a cylinder configuration in which the wires 2a are sequentially hooked and expanded and contracted. However, the traction device 2 may have a rotating drum structure that winds the wires 2a, and the traction member is a rod. Alternatively, a hydraulic pusher that pushes and pulls the rod may be used.

前記引込装置1を設けず、直接に牽引装置2のみを用いる場合(図示せず)は、前記牽引装置2を固定部材を介して到達ピットP2内で拘束することで、内壁面21と衝合する拘束部材や衝合部材が内壁面21の土圧を受けて牽引装置2の牽引反力を受ける。
その他、この発明では、到達ピットP2内における牽引装置や引込装置の構成は特に限定されるものではなく、公知の構成を用いることができる。
When the pulling device 1 is not provided and only the pulling device 2 is used directly (not shown), the pulling device 2 is constrained with the inner wall surface 21 by restraining the pulling device 2 in the arrival pit P2 via a fixing member. The restraining member and the abutting member to be subjected to the earth pressure of the inner wall surface 21 receive the traction reaction force of the traction device 2.
In addition, in this invention, the structure of the traction apparatus and the drawing-in apparatus in the arrival pit P2 is not specifically limited, A well-known structure can be used.

[既設管引止め装置]
一方、発信ピットP1内には、既設管11の基端11aが突出している。
この既設管11の基端11aには、既設管引止め装置6が連結されて、前記牽引装置2の牽引方向とは逆方向の外力が既設管11に付与されるようになっている。
[Existing pipe retaining device]
On the other hand, the base end 11a of the existing pipe 11 projects into the transmission pit P1.
An existing pipe retaining device 6 is connected to the base end 11 a of the existing pipe 11 so that an external force in a direction opposite to the pulling direction of the pulling apparatus 2 is applied to the existing pipe 11.

図4および図5に示す既設管引止め装置6は、枠体からなるべース部60と、該ベース部61に設けられた引止め部材61とからなっている。
引止め部材61は、先端が既設管11の基端11aに着脱可能に固定又は係止され、基端が所定位置に固定されて既設管11に牽引方向に力が作用しても既設管11に反力を与える構成であればよく、以下の実施例に限定されない。
The existing pipe retaining device 6 shown in FIGS. 4 and 5 includes a base portion 60 made of a frame and a retaining member 61 provided on the base portion 61.
The retaining member 61 has a distal end fixed or locked to the proximal end 11a of the existing tube 11 so as to be detachable. Even if a force is applied to the existing tube 11 in the pulling direction with the proximal end fixed at a predetermined position, the existing tube 11 However, the present invention is not limited to the following examples.

本実施例で引止め部材61は、既設管11の基端11aに連結される連結具の一例としてのチャック部62と、該チャック部62を備えた2本のチェーン63(ワイヤや杆材でもよい)と、前記ベース部61に取り付けられて前記チェーン63を緊張させてロックするロックレバー64とから構成されている。   In the present embodiment, the retaining member 61 includes a chuck portion 62 as an example of a connecting tool connected to the base end 11a of the existing pipe 11, and two chains 63 (including a wire and a brazing material) provided with the chuck portion 62. And a lock lever 64 which is attached to the base portion 61 and tensions and locks the chain 63.

各チェーン63は、図4に示すように前記既設管11の左右にチャック部62を固定する構成、あるいは図4に示すように前記既設管11の上下にチャック部62を固定する構成とすることができる。   Each chain 63 is configured to fix the chuck portion 62 to the left and right of the existing pipe 11 as shown in FIG. 4 or to fix the chuck portion 62 to the upper and lower sides of the existing pipe 11 as shown in FIG. Can do.

連結具62を有するチェーン63は、1本、または3本以上でもよく、牽引装置2により既設管11内を牽引される切断拡径具4によって既設管11が引っ張られると、この力に対応して既設管11に反対方向の外力を付与するものであればよく、既設管11を引っ張る数や方向は、図示例に限定されない。
また、図示例では、チェーン63は発進ピットP1内で緊張状態に固定されたが、発進ピットP1の外の建造物や造機、車両などの重量物に着脱可能に連結して緊張状態で支持するようにしてもよい。
The chain 63 having the coupling tool 62 may be one, or three or more. When the existing pipe 11 is pulled by the cutting diameter expanding tool 4 pulled inside the existing pipe 11 by the traction device 2, this force is supported. As long as an external force in the opposite direction is applied to the existing pipe 11, the number and direction of pulling the existing pipe 11 are not limited to the illustrated example.
In the illustrated example, the chain 63 is fixed in a tension state in the start pit P1, but is detachably connected to a heavy object such as a building, a machine, or a vehicle outside the start pit P1 and supported in a tension state. You may do it.

既設管引止め装置6により上記既設管11に加わる外力は、既設管11に加わる力に対して反力として作用するものであればよい。
また、ベース部61は、枠体により直接に、または枠体との間にブロックBやプレートを介する等して間接に発進ピットP1の内壁面に衝合させることで、既設管引止め装置6による既設管11に対する反力を伝達している。
The external force applied to the existing pipe 11 by the existing pipe retaining device 6 only needs to act as a reaction force against the force applied to the existing pipe 11.
Further, the base portion 61 is brought into contact with the inner wall surface of the starting pit P1 directly by the frame body or indirectly through the block B or the plate between the frame body and the existing pipe retaining device 6. The reaction force with respect to the existing pipe 11 is transmitted.

これにより、既設管11の切り開かれた基端の両側のそれぞれをチャック部62で緊締し、各チャック部62のチェーン63をロックレバー64で強く緊張させ、該緊張位置でロックレバー64によりロックする。
これにより、牽引装置2の牽引力により切断拡径具4を介して既設管11に牽引方向の力が作用するが、既設管11は既設管引止め装置6により拘束されているので、既設管11は静止状態を維持することができる。
そこで、切断拡径具4が既設管11内に詰まったり、既設管11の座屈を防止して、切断拡径具4はスムーズに既設管11内を移動して既設管11を切り裂くことができる。
As a result, both sides of the base end of the existing pipe 11 which are cut open are fastened by the chuck portions 62, the chains 63 of the chuck portions 62 are strongly tensioned by the lock levers 64, and locked by the lock levers 64 at the tension positions. .
Thereby, the force in the pulling direction acts on the existing pipe 11 via the cutting diameter expanding tool 4 by the pulling force of the pulling device 2, but the existing pipe 11 is restrained by the existing pipe retaining device 6, so the existing pipe 11 Can remain stationary.
Therefore, the cutting diameter expanding tool 4 is blocked in the existing pipe 11 or buckling of the existing pipe 11 is prevented, and the cutting diameter expanding tool 4 can smoothly move in the existing pipe 11 and tear the existing pipe 11. it can.

その他、この発明は上記実施例に限定されるものではなく、要するにこの発明の要旨を変更しない範囲で種々設計変更しうること勿論である。   In addition, the present invention is not limited to the above-described embodiments, and it goes without saying that various design changes can be made without changing the gist of the present invention.

1 引込装置
1a 枠体
2 牽引装置
2a 牽引部材の一例としてのワイヤ
3 引込装置
4 切断拡径具
5 支持アーム
6 既設管引止め装置
11 既設管
11a 既設管の基端
11b 既設管の先端
12 新設管
21 到達ピッチの内壁面
60 べース部
61 引止め部材
62 チャック部
63 チェーン
64 ロックレバー
DESCRIPTION OF SYMBOLS 1 Pulling-in apparatus 1a Frame body 2 Pulling apparatus 2a Wire as an example of a pulling member 3 Pulling-in apparatus 4 Cutting diameter expansion tool 5 Support arm 6 Existing pipe retaining apparatus 11 Existing pipe 11a Base end 11b of existing pipe New tip 12 of existing pipe Pipe 21 Inner wall surface 60 having reached pitch Base portion 61 Holding member 62 Chuck portion 63 Chain 64 Lock lever

Claims (5)

埋設された既設管の一端側から挿入した切断拡径具を牽引装置で他端側に向けて牽引し、既設管壁を牽引方向に沿って切り裂き拡径しながら切断拡径具に連結した新設管を引き込んで置き換える際に前記既設管の基端側に連結されて牽引される切断拡径具により既設管に加わる力に対応して反対方向の外力を既設管に加える既設管引止め手段を設けた埋設管の非開削入れ替え工法において、
既設管引止め手段が、既設管の基端側に固定されてワイヤ又はチェーンの先端に連結された連結具を有し、前記ワイヤまたはチェーンを緊張させた状態で支持してなることを特徴とする埋設管の非開削入れ替え工法。
A new construction in which a cutting diameter expansion tool inserted from one end of an existing pipe that has been buried is pulled to the other end by a traction device, and the existing pipe wall is connected to the cutting diameter expansion tool while tearing and expanding the diameter along the pulling direction. existing pipe hold back means the tube in response to force applied to the existing pipe by a draw in cutting diameter expanding tool to the towed is connected to the base end side of the existing pipe when Ru replacing external force is applied in the opposite direction to the existing pipe In the non-open-cut replacement method for buried pipes,
The existing pipe retaining means has a connector fixed to the proximal end side of the existing pipe and connected to the tip of the wire or chain, and is supported in a state where the wire or chain is tensioned. Non-open-cut replacement method for buried pipes.
切断拡径具を既設管の先端から引き込む引込装置を有しており、
牽引装置の牽引力により切断拡径具を牽引するに際して、引込装置に牽引反力受け手段を設けて切断拡径具の牽引反力を受けさせてなることを特徴とする請求項1に記載の埋設管の非開削入れ替え工法。
It has a pull-in device that draws the cutting diameter expansion tool from the tip of the existing pipe,
In leading the cutting diameter expanding tool by traction of traction devices, embedded according to claim 1, characterized by comprising subjecting the traction reaction force of the cutting diameter expanding tool provided towing reaction force receiving means drawing device Non-open cutting replacement method for pipes.
埋設された既設管の一端側から挿入した切断拡径具を牽引装置で他端側に向けて牽引し、既設管壁を牽引方向に沿って切り裂き拡径しながら切断拡径具に連結した新設管を引き込んで置き換える際に前記既設管の基端側に連結されて前記牽引される切断拡径具により既設管に加わる力に対応して反対方向の外力を既設管に加える既設管引止め手段を設けた埋設管の非開削入れ替え構造において、
既設管引止め手段が、既設管の基端側に固定されてワイヤ又はチェーンの先端に連結された連結具を有し、前記ワイヤまたはチェーンを緊張させた状態で支持してなることを特徴とする設管の非開削入れ替え構造。
A new construction in which a cutting diameter expansion tool inserted from one end of an existing pipe that has been buried is pulled to the other end by a traction device, and the existing pipe wall is connected to the cutting diameter expansion tool while tearing and expanding the diameter along the pulling direction. Existing pipe retaining means for applying an external force in the opposite direction to the existing pipe in response to the force applied to the existing pipe by the towing cutting diameter expanding tool connected to the proximal end side of the existing pipe when the pipe is drawn and replaced In the non-open-cut replacement structure for buried pipes with
The existing pipe retaining means has a connector fixed to the proximal end side of the existing pipe and connected to the tip of the wire or chain, and is supported in a state where the wire or chain is tensioned. Non-open cut replacement structure for installation pipes.
既設管引止め手段が、既設管の基端側に1または複数のワイヤ又はチェーンの先端に連結されたチャック部を連結し、該ワイヤまたはチェーンを後方に緊張させた状態で固定し、または後方に牽引する構造からなっていることを特徴とする請求項に記載の埋設管の非開削入れ替え構造The existing pipe retaining means connects the chuck portion connected to the distal end of one or a plurality of wires or chains to the proximal end side of the existing pipe, and fixes the wires or chains in a state of being strained rearward, or rearward The structure according to claim 3 , wherein the structure is a structure that is pulled to the left. 牽引反力受け手段を到達ピット内で既設管の先端または到達ピットの内面に設けて切断拡径具の牽引反力を受けさせ、In the reaching pit, a traction reaction force receiving means is provided at the tip of the existing pipe or the inner surface of the reaching pit to receive the traction reaction force of the cutting diameter expanding tool,
既設管引止め手段を発進ピット内に設けて既設管の移動や変位を規制することを特徴とする請求項3または4に記載の埋設管の非開削入れ替え構造。5. The non-cutting replacement structure for an embedded pipe according to claim 3 or 4, wherein an existing pipe retaining means is provided in the starting pit to restrict movement and displacement of the existing pipe.
JP2012250739A 2012-11-14 2012-11-14 Non-open exchanging method of buried pipe and its structure Active JP5279100B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2012250739A JP5279100B1 (en) 2012-11-14 2012-11-14 Non-open exchanging method of buried pipe and its structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2012250739A JP5279100B1 (en) 2012-11-14 2012-11-14 Non-open exchanging method of buried pipe and its structure

Publications (2)

Publication Number Publication Date
JP5279100B1 true JP5279100B1 (en) 2013-09-04
JP2014098273A JP2014098273A (en) 2014-05-29

Family

ID=49273932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2012250739A Active JP5279100B1 (en) 2012-11-14 2012-11-14 Non-open exchanging method of buried pipe and its structure

Country Status (1)

Country Link
JP (1) JP5279100B1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002228047A (en) * 2001-02-01 2002-08-14 Osaka Gas Co Ltd Construction method for non-open-cut replacement of buried resin pipe and jig used in the same
JP2002227589A (en) * 2001-01-30 2002-08-14 Osaka Gas Co Ltd Traction apparatus
JP2011099273A (en) * 2009-11-06 2011-05-19 Keiyo Gas Kk Pulling-in device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002227589A (en) * 2001-01-30 2002-08-14 Osaka Gas Co Ltd Traction apparatus
JP2002228047A (en) * 2001-02-01 2002-08-14 Osaka Gas Co Ltd Construction method for non-open-cut replacement of buried resin pipe and jig used in the same
JP2011099273A (en) * 2009-11-06 2011-05-19 Keiyo Gas Kk Pulling-in device

Also Published As

Publication number Publication date
JP2014098273A (en) 2014-05-29

Similar Documents

Publication Publication Date Title
HU219969B (en) Method of extracting a hollow unit laid in the ground
US20130219670A1 (en) Method and device for holding and releasing a cable in a pipe splitter
US6585453B2 (en) Apparatus for trenchless underground pipe replacement
JP6959982B2 (en) Quick release connection flange
JP5300368B2 (en) Underground structure construction method
JPH0674713B2 (en) Method and device for replacing existing pipe with new pipe
JP5279100B1 (en) Non-open exchanging method of buried pipe and its structure
KR101417434B1 (en) Removable tendon cable type anchor
JP5237918B2 (en) Pull-in device
KR101962614B1 (en) Vibration-free rock breaking apparatus and the rock excavation method using them
JP4503065B2 (en) Equipment for removing buried piles
JP3823113B2 (en) Pull-out method for existing piles
JP2009219326A (en) Method for attaching protective tube, method for removing protective tube, and adaptor of insulating piler used for execution of these methods
JP5455891B2 (en) Boring equipment
JP4107615B1 (en) Traction equipment
JP4501221B2 (en) Buckle device
JP3873961B2 (en) New pipe laying equipment and new pipe laying construction method in pipe-in-pipe construction method
JP2000249256A (en) Changing construction method of buried pipe and cylindrical covering body
JP2008043121A (en) Cable guide for curve
JP4367782B2 (en) Underground pipe replacement device
JP3410979B2 (en) Retraction device, coupler, and retraction method using the retraction device
JP7437587B2 (en) Burring device and burring method
JP4092698B2 (en) Terminal cap
JP2002228045A (en) Method and device for pulling resin pipe
JP2005121110A (en) Pipe laying device

Legal Events

Date Code Title Description
TRDD Decision of grant or rejection written
R150 Certificate of patent or registration of utility model

Ref document number: 5279100

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150514

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250